1 |
Watson, S., Zahn, F. A, and Park, R, Confining Reinforcement for Concrete Columns, Journal of Structural Engineering, ASCE, Vol. 120, No. 6, 1994, pp. 1798-1824.
DOI
ScienceOn
|
2 |
Lee, J. H, "A Study on Analysis of Unbraced Reinforced Concrete Plane Frames with Slender Columns for Design Purposes," Ph.D. dissertation, Department of Gvil and Environmental Engineering, University of Wisconsin-Madison, U.S.A, 1991.
|
3 |
한국도로교통협회, 도로교설계기준, 2000.
|
4 |
김진근, "철근콘크리트의 비선형 거동과 모델링", 한국콘크리트학회 논문집, 제4권, 제4호, 1992, pp. 15-22.
과학기술학회마을
|
5 |
한국도로공사, "고속도로 기존 교량의 유형별 내진성능 평가를 위한 실험적 연구", 한국도로공사 도로연구소 연구보고서, 중앙대학교, 영남대학교, 서울대학교, 2001.
|
6 |
Park, R. and Paulay T. Reinforced Concrete Structures, John Wiley & Sons, New York, USA 1975.
|
7 |
Wehbe, N., Saiidi, M., Sanders, D., and Douglas, B., Ductility of Rectangular Reinforced Concrete Bridge Columns with Moderate Confinement, Technical Report NCEER-96-0003, NCEER, State University of New York at Buffalo, 1996.
|
8 |
손혁수, "심부구속철근 요구량에 따른 철근콘크리트 교각의 내진설계방법에 관한 연구", 박사학위논문, 영남대학교, 2002. 6.
|
9 |
이재훈, 석상근, 윤석구, "원형띠철근 교각의 내진성능에 관한 실험적연구", 대한토목학회논문집, 제22권, 제 1-A호, 2002. 1, pp. 159-170.
과학기술학회마을
|
10 |
Shima, H, Chou, L., and Okamura, H, "Micro and Macro Models for Bond behavior in Reinforced Concrete," Journal of the Engineering, University of Tokyo(B), Vol. 39, No. 2, 1987, pp. 133-194.
|
11 |
Kunnath, Sashi, K, EI-Bahy, Ashraf, Taylor, Andrew, and Stone, William, "Cumulative Seismic Damage of Reinforced Concrete Bridge Piers," Technical Report NCEER-97-0006, National Center for Earthquake Engineering Research, 1997, 147 pp.
|
12 |
Kowalsky, M. J., Priestley, M. J. N., and Seible, E, "Shear and Flexural Behavior of Lightweight Concrete Bridge Columns in Seismic Regions," ACI Structural Journal, Vol. 96, No. 1, 1999, pp. 136-148.
|
13 |
손혁수,배성용,박찬민,이재훈, "서해대교 PSM교 교각의 내진성능 평가에 관한 실험적 연구", 2000년도 춘계학술 발표회 논문집, 한국지진공학회, 제4권, 제 1호, 2000, pp.319-326.
|
14 |
Dodd L. L. and Restrepo-Posada J. I., "Model for Predicting Cyclic Behavior of Reinforcing Steel," Journal of Structural Engineering, ASCE, Vol. 121, No. 3, 1995, pp. 433-445.
DOI
ScienceOn
|
15 |
박종협,조창백,박희상,정영수, "중.약진지역의 원형내진 RC교각의 내진성능평가", 2000년도 봄학술발표회 논문집, 한국콘크리트학회, 제12권, 제1호, 2000, pp.452-457.
|
16 |
Cheok, G. S. and Stone, William C., "Behavior of 1/6-Scale Model Bridge Columns Subjected to Cycle Inelastic Loading," Center for Building Technology, National Engineering Laboratory, National Institute of Standards and Technology, NBSIR 86-3494, Gaithersburg, Maryland, 20899, 1986, 291 pp.
|
17 |
Valles, R.E., Reinhom, A. M., Kunnath S. K, Li, C., and Madan, A, "IDARC2D, Version 4.0: A Computer Program for the Inelastic Damage Analysis of Buildings," NCEER-96-0010, State University of New York at Buffalo, 1996.
|
18 |
정영수, 이강균, 한기훈, 박종협, "단일주 원형 철큰콘크리트 교각의 내진거동에 관한 준정적 실험", 한국지진공학회논문집, 한국지진공학회, 제3권, 제2호, 1999, pp. 55-65.
과학기술학회마을
|
19 |
Nagi A. Abo-Shadi, M. Saiid Saiidi, and David H. Sanders, "Out-of-Plane Seismic Response of Reinforced Concrete Bridge Pier Walls," ACI Structural Journal, Vol. 97, No. 6, 2000, pp. 803-813.
|
20 |
이재훈, 김광수, 배성용, 윤석구 "고강도콘크리트 나선철근교각의 내진거동특성", 대한토목학회논문집, 제21권, 제 5-A호, 2001. 9, pp. 707-718.
과학기술학회마을
|
21 |
Stone, William C. and Cheok, Geraldine S., "Inelastic Behavior of Full-Scale Bridge Columns Subjected to Cyclic Loading," NIST BSS 166, Building Science Series, Center for Building Technology, National Engineering Laboratory, National Institute of Standards and Technology, Gaithersburg, Maryland, 20899, January 1989, 252 pp.
|
22 |
Mander, J. B., Priestley M. J. N., and Park R, "Theoretical Stress-Strain Model for Confined Concrete," Journal of Structural Engineering, ASCE, V. 114, No. 8, 1988, pp. 1804-1826.
DOI
ScienceOn
|
23 |
Prakash, V. and Powell, G. H, "Drain-2DX, Drain-3DX and Drain-Building:Base Program Design Documentation," UCB,SEMM-93,16, University of California, Berkeley, 1993.
|
24 |
이재훈, 김광수, 배성용, "지진하중에 대한 고강도콘크리트 나선철큰교각의 한정연성거동", 대한토목학회논문집, 제23권, 제3-A호, 2003. 5, pp. 385-395.
과학기술학회마을
|
25 |
Assa, B. and Nishiyama, M., "Prediction of Load-DisplacementCurve of High-Strength Concrete Columns under Simulated Seismic Loading," ACI Structural Journal, Vol. 95, No. 5, 1998, pp. 547-557.
|
26 |
Macgregor, J. G., Oelhafen, U. H, and Hage, S. E., "A Reexamination of the El Value for Slender Columns," Reinforced Concrete Columns(SP 50), Detroit, American Concrete Institute, 1975, pp. 1-40.
|
27 |
김태훈,유영화,신현목, "지진하중을 받는 철근콘크리트 교각의 비탄성 거동 및 연성능력에 관한 해석적 연구", 한국지진공학회논문집, 제4권, 제4호, 2000. 12, pp. 37-51.
과학기술학회마을
|
28 |
Okamura, H. and Maekawa, K, Nonlinear Analysis and Constitutive Mxiels of Reinforced Concrete, Japan, 1991, 182 pp.
|
29 |
이재훈,배성용,윤석구, "나선철근교각의 내진성능실험", 대한토목학회논문집, 제21권 1-A호, 2001. 1, pp. 109-121.
과학기술학회마을
|
30 |
Maekawa, K, Irawan, P., and Okamura, H., "Three-DimensionalConstitutive Laws of Reinforced Concrete," International Conference on Applied Concrete Mechanics, APCOM, Seoul, Korea, 1996.
|